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输水隧洞近接钻孔桩施工三维有限元模拟分析
引用本文:崔炜,付云生,李雪春,韩宇,陈重华.输水隧洞近接钻孔桩施工三维有限元模拟分析[J].水科学与工程技术,2006(2):60-62.
作者姓名:崔炜  付云生  李雪春  韩宇  陈重华
作者单位:中国水利水电科学研究院,北京,100038;北京市水利规划设计研究院,北京,100044
摘    要:在公路下的软弱地层中修建靠近既有桩基的隧洞,是具有难度的近接施工工程问题.使用基于弹塑性增量理论的三维有限元方法,较细致地模拟了输水隧洞接近钻孔桩的施工过程,并考虑了支护混凝土和注浆地层力学参数随龄期的变化.得出了对设计和施工具有重要参考价值的结论.对于类似接近桩基的暗涵工程,具有一定参考价值.

关 键 词:输水隧洞  近接施工  既有桩基  有限元
文章编号:1672-9900(2006)02-0060-03
收稿时间:2006-03-10
修稿时间:2006年3月10日

Analysis of three-dimensional FEM simulation of constructing tunnels adjacent to existing bored pile
CUI Wei,Fu Yun-sheng,LI Xue-chun,HAN Yu,CHEN Zhong-hua.Analysis of three-dimensional FEM simulation of constructing tunnels adjacent to existing bored pile[J].Water Sciences and Engineering Technology,2006(2):60-62.
Authors:CUI Wei  Fu Yun-sheng  LI Xue-chun  HAN Yu  CHEN Zhong-hua
Abstract:In this paper,the tunnels construction adjacent to existing pile foundation is studied.Two water diversion tunnels are embedded in soft ground under road.The construction process of tunnels adjacent to bored piles is simulated with the 3-D nonlinear finite element method in details,considering the materials properties change with time.The conclusions and suggestions are valuable for the engineering design,and worthful as references for the similar projects.
Keywords:water diversion tunnel  close-space construction  existing pile foundation  finite element method
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